Test 2021-08-24-13-7 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215410
DEA: 060U5204
EFIS: 0616000003
DIST-CO-RTE-PM06-MAD-99-R14.0/R14.5,15.1/19.6
Work DescriptionHMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING
Sample Information
Sample Taken Date8/24/2021 Sample Unique Key13
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/27/2021
Sample typeAcceptance A brief description of the sampleBINDER
The quantity of what the sample constitutes1 CAN From where was the sample collectedSource
First name of sampler or witnessed byVULCAN QC Last name of sampler or witnessed byVULCAN QC
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number039817
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number1
Sublot number2 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-24-13
DIME Test ID: 2021-08-24-13-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-09
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/02/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.123 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.021 kPa
Test Temperature: 70.0 C
Dynamic Shear, G*/sin(δ): 1.02 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG 2ND

Test was verified on 09/09/2021